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BeamChek v2017 licensed to: Duane Rowett/Design Lines Reg # 2999-68383 <br />Juarez 4040 Win Hdr @ Bed 3 <br />M-1 Prepared by: KAD Date: 5/09/18 <br />Selection (2) 2x 6 HF #2 Lu = 0.0 Ft <br />Conditions NDS 2015 <br />Min Ronrinn Araa R1= 9 8 in2 R2= 2.8 in2 (1.51 DL Defl= 0.02 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />Beam Span <br />4.25 ft <br />Reaction.1 LL <br />893 # Reaction 2 LL 893 # <br />Beam Wt per ft <br />4.01 # <br />Reaction 1 TL <br />1124 # Reaction 2 TL 1124 # <br />Bm Wt Included <br />17 # <br />Maximum V <br />1124 # <br />Max Moment <br />1194'# <br />Max V (Reduced) <br />882 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 645 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 896 <br />Section in3 <br />Shear in2 <br />TL Defl in <br />LL Defl <br />15.13 <br />16.50 <br />0.08 <br />0.06 <br />12.97 <br />8.82 <br />0.21 <br />0.14 <br />OK <br />OK <br />OK <br />OK <br />86% <br />53% <br />37% <br />40% <br />Fb (psi) <br />Fv (psi) <br />E (psi x mil) <br />Fc! <br />Reference Values <br />850 <br />150 <br />1.3 <br />405 <br />Adjusted Values <br />1105 <br />150 <br />1.3 <br />405 <br />CF Size Factor <br />1.300 <br />Cd Duration <br />1.00 <br />1.00 <br />Cr Repetitive <br />1.00 <br />Ch Shear Stress <br />N/A <br />Cm Wet Use <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Cl Stability <br />1.0000 <br />Rb = 0.00 <br />Le = 0.00 Ft <br />Uniform LL: 420 Uniform TL: 525 = A <br />Uniform Load A <br />Q 0 <br />R1 = 1124 R2 = 1124 <br />SPAN = 4.25 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />